Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13762 (1) ·
15129 (1) ·
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15148 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tomoka River ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'21ST ST SW ' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CARTER RD. ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'CR726 (Citrus Blv)' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JUPITER ISLAND PK ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'LINTON BLVD. ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Spotted Fawn Way ' (1) ·
'SUMMIT BLVD ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
704203 (1) ·
794016 (1) ·
880018 (1) ·
880019 (1) ·
880020 (1) ·
880049 (1) ·
880062 (1) ·
880063 (1) ·
884015 (1) ·
884016 (1) ·
884019 (1) ·
884020 (1) ·
884022 (1) ·
884023 (1) ·
884024 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
884038 (1) ·
884047 (1) ·
884058 (1) ·
884060 (1) ·
884105 (1) ·
894057 (1) ·
930322 (1) ·
934126 (1) ·
934201 (1) ·
934332 (1) ·
934408 (1) ·
934502 (1) ·
934516 (1) ·
934519 (1) ·
940015 (1) ·
940019 (1) ·
940030 (1) ·
940035 (1) ·
940037 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'1MI W of US-1 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'500FT WEST OF I-95 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Lake Washington Rd ' (1)
Latitude 016:
26202200 (1) ·
26262317 (1) ·
26344632 (1) ·
26395767 (1) ·
26400360 (1) ·
26401808 (1) ·
26413511 (1) ·
26562485 (1) ·
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27201783 (1) ·
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27392653 (1) ·
27403887 (1) ·
27412374 (1) ·
27413235 (1) ·
27421622 (1) ·
27424275 (1) ·
27431010 (1) ·
27431016 (1) ·
27445555 (1) ·
27481770 (1) ·
28030000 (1) ·
28085200 (1) ·
29203187 (1)
Longitude 017:
80035475 (1) ·
80041914 (1) ·
80042609 (1) ·
80043770 (1) ·
80052259 (1) ·
80203293 (1) ·
80215950 (1) ·
80225754 (1) ·
80230306 (1) ·
80230357 (1) ·
80245245 (1) ·
80255073 (1) ·
80255958 (1) ·
80264970 (1) ·
80265381 (1) ·
80274430 (1) ·
80274465 (1) ·
80274529 (1) ·
80284193 (1) ·
80284675 (1) ·
80284706 (1) ·
80284807 (1) ·
80285095 (1) ·
80294169 (1) ·
80294317 (1) ·
80294391 (1) ·
80294404 (1) ·
80294417 (1) ·
80301990 (1) ·
80304500 (1) ·
80304583 (1) ·
80324598 (1) ·
80381684 (1) ·
80400400 (1) ·
80424100 (1) ·
80482588 (1) ·
80491520 (1) ·
81051074 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
10 (1) ·
101 (1) ·
11000 (1) ·
120 (1) ·
134 (1) ·
13888 (1) ·
1401 (1) ·
15900 (1) ·
1650 (1) ·
2000 (1) ·
20500 (1) ·
211 (1) ·
22500 (1) ·
2300 (1) ·
2400 (1) ·
260 (1) ·
280 (1) ·
300 (1) ·
3600 (1) ·
4 (1) ·
400 (1) ·
4050 (1) ·
4483 (1) ·
50 (1) ·
500 (1) ·
5500 (1) ·
600 (1) ·
6960 (1) ·
7400 (1) ·
800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
1041 (1) ·
12 (1) ·
126 (1) ·
12839 (1) ·
1388 (1) ·
1696 (1) ·
17360 (1) ·
174 (1) ·
19085 (1) ·
1980 (1) ·
200 (1) ·
232 (1) ·
26400 (1) ·
27587 (1) ·
2863 (1) ·
2880 (1) ·
325 (1) ·
3470 (1) ·
350 (1) ·
366 (1) ·
39038 (1) ·
3990 (1) ·
3991 (1) ·
4320 (1) ·
50 (1) ·
500 (1) ·
5062 (1) ·
6 (1) ·
600 (1) ·
694 (1) ·
7778 (1) ·
8352 (1) ·
9543 (1)
Clearance 116:
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